Loading...
MA1001-SP100511LMC Lattimore Materials Company 15900 DOOLEY ROAD ADDISON TX 75001 (972)221 -4646 (main) (972)221 -9647 (fax) Ready Mix Concrete Mixture Design I Date: 05111/10 Client: JIM BOWMAN CONSTRUCTION CO INC Project: DENTON TAP & SANDY LAKE BRICK PAVER REPL COPPELL Materials: Cement: ASTM C 150, TYPE 1 /II Coarse Agg.: ASTM C 33, 1"- #4 Fine Agg.: ASTM C 33, CONCRETE SAND Admixtures: ASTM C 494, TYPE A OR D ASTM C 260 1.0 Cubic yard by weight - SSD Use Mix Number Strength @ 28 Days HAND PAVING 1701 (6 SK, WR, AIR) 4000 psi Cement Coarse Aggregate Fine Aggregate Water Admixture WATER REDUCER AEA Total Weight Unit Weight w /cm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 564 Ibs 1850 Ibs 1371 Ibs 256 Ibs 22.6 ozs 3.7 ozs 4041 Ibs 149.67 pcf 0.45 0% 95" F 3 -5 inches 3 -6% LMC has no knowledge or authority regarding where this mixture is to be placed, therefore it is the direct responsibility of the Purchaser, the design architect or design engineer, and or contractor to insure that the above designed mixture parameters for compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the anticipated environmental, durability, or usage conditions in ACI 318 Chapter 4 and/or the relevant local building codes. LMC warrants the supplied ready -mix concrete mixture designs which LMC guarantees will achieve the specified compressive strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the time of quotation, when tested and evaluated in accordance with ASTM C172 -99, ASTM C31/C31M -03a (including proper initial curing as per Section 10.1.2), ASTM C39/C39M -01, ASTM CgWC94M -07, or other standard test methods indicated in the Contract Documents that were necessary to verify the additional performance properties of the concrete, and when the recommended procedures for placement and curing of the in -place concrete, or those specifically outlined in ACI 305R -99 and ACI 306R -88 are followed, if and when necessary. Additional information can be found in the Limited Warranty for Ready Mix Concrete. In accordance with ASTM C94/C94M -07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (fax 972 - 221.9647) as soon as available. Failure to forward reports in a timely fashion can delay response time in dealing with concrete concerns as well as future project submittals. This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or other information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be shared or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of Lattimore Materials Company. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest extent of the law. Limited Warranty for Ready Mix Concrete Original Concrete Purchaser: - JI1\1 BOWALUN CONSTRUCTION CO R4C, 2'116 S. RIGSBEE DR, PI_ IX 75074 Project and /or Property: DE -NTON TAP & SANTDY LAKE BRICK PAVER REPL, COPPELL Concrete mixture design # : # 1701(1 AIND PANM;G) THIS LIMITED WARRANTY SUPERCEDES ALL PRIOR WARRANTY COVERAGE Lattimore Materials Company, L.P. ("L11C) hereby extends to the Purchaser of its supplied ready -mix concrete a limited warranty for the ready - mix concrete mixture design against specific performance deficiencies subject to die terms and conditions set forth below. L11C shall warrant that, for a period of one (1) years, beginning on the date of concrete placement at die original del location ("Warranty Period'7, L.1IC will remedy, repair, or replace non - conforming concrete as provided in this Limited Warranty. The liability of L \IC under this Limited Warranty shall be dun ited to die remedy, repair, or replacement of said non - conforming concrete as provided in this Limited Warranty and LAIC's total liability shall not exceed to direct expense associated with remedy, repair, or replacement of said non - conforming concrete. CHIC has no knowledge or authority regarding where this concrete mixture(s) is /are to be placed, therefore it is the direct responsibility of die Purchaser, die project architect or engineer, and or contractor to unsure that die above designed mixture parameters for conpressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for die anticipated environmental, durability, or usage conditions in ACI 318 Chapter 4 and /or the relevant local building codes. PLEASE READ CAREFULLY THE SCOPE AND TERMS OF YOUR LIMITED WARRANTY LMC During die term of this Limited Warranty, and subject to the terms and conditions listed herein, LAIC warrants die supplied ready -mix concrete mixt ir e designs which LNIC guarantees will achieve the specified compressive strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the time of quotation, when tested and evaluated in accordance with AST11 C172 -99, ASTX1 01 /0111I -03a (including proper initial cti iing as per Section 10.1.2), AST1I C39/C39M -01, .1ST \I C94/0411 -07, or other standard test methods indicated in die Contract Documents that were necessary to verify- die additional performance properties of the concrete, and when die recommended procedures for placement and curing of die in -place concrete, or those specifically outlined in ACI 305R -99 and ACI 306R -88 are followed, if and Rihen necessary. This will also serve as a Limited Warranty that die compressive strength, or other performance properties of die concrete as specified in the original Contract Documents for die concrete supplied to the project, will meet or exceed those requirements during the one (1) year Warranty Period from when the concrete was originally supplied to the Purchaser. The Limited Warranty applies only to the original Purchaser of die supplied ready -mix concrete. This Limited Warranty and guarantee does not and will not cover any claims or liabilities related to the following items, which are expressly excluded from the coverage provided by this Limited Warranty: 1. Drying shrinkage cracking, plastic shrinkage cracking, or other cracking or cracking process. L \1C guarantees that concrete will crack as a normal hunction of the materials, due to normal processes of expansion and contraction, and because of environmental conditions that are outside of the control of LAIC. 2. Concrete surface defects or imperfections. 3. Aesthetic blemishes or discolorations in the concrete. 4. Deterioration to the concrete as a result of improper, incorrect, or poor fiiuslhing practices. 5. Defects caused by normal wear and tear. 6. Materials contained within the concrete that are within allowable limits according to AST1I C33 -03, ASTDI C94/C94AI -07, ASTAI C150 -07, ASTAI C260 -01, ASTAI C494/C49411 -01, ASTLI C618 - 03, ASTM C1157 - 03, and ASTXI C1602/C1602iXI - 06. 7. Punitive damages. 8. Incidental or consequential damages resulting from a defect covered by this Limited Warranty, including but Page 1 of 4 Lattimore Materials Company, L.P. Limited Warranty for Ready Mix Concrete not limited to, loss of usage, inconvenience or damage to persons or property. 9. Damage or deterioration that occurs to the concrete as a result of improper or incorrect structural design, soil instability or movement. 10. Damage caused by weather conditions, acts of God or acts of nature, including but not limited to the following conditions: Fund storms, wind driven water, floods, hail, lightning, fallen trees, earthquakes, explosions, fire, water escape, changes in underground water table, mater seepage, land settlement, sinkholes, or site conditions. 11. Items that are covered by a manufacturer's warranty. 12. Any deficiencies or non- conformities in the ready -mix concrete mixture design not formally reported to L \IC within the one (1) year Warranty Period. 13. The use of salt, chlorides, or other chemicals on concrete surfaces will cause permanent damage and may result in the need to replace such surfaces. LNIC will not be responsible for damage caused by the use of salt, chlorides, other chemicals agents, or antiskid substances on concrete surfaces. 14. Delamination on the concrete surface due to water added diming finishing, hard trowel application to air- entrained concrete, or delayed bleed water production due to either weather conditions such as changes in temperature or relative humidity. LMC MAKES NO OTHER WARRANTY, EXPRESSED OR IMPLIED, WRITTEN OR ORAL, OTHER THAN THOSE SET FORTH IN THIS LIMITED WARRANTY (INCLUDING, WITHOUT LIMITATION, WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR WORKMANSHIP). THE WARRANTIES ONTAINF.D HEREIN ARE PERSONAL TO THE ORIGINAL R HAS .R OF THF. SUPPLED READY -MIX CONCRETE AND ARE NOT TRANSFERABLE OR ASSIGNABLE, NO PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR ASSUME ANY OTHER LIABILITY EXCEPT BY WRITTEN STATEMENT SIGNED BY AN OFFICER OF LMC. ORIGINAL PURCHASER OF THE SUPPLIED READY -MIX CONCRETE DOES HEREBY EXPRESSLY WAIVE ANY OTHER WARRANTY. The placing and finishing of the supplied ready -mix concrete are not within die control of LMC and are, therefore, not considered manufacturing or design defects, or ready -mix concrete mixture design deficiencies. Furthermore, this Linnited Wul:atnty will not cover any conditions or issues arising as a consequence of water added to L \IC supplied ready -nnix concrete after the concrete has been brought to its required slump subsequent to transit, which may adversely affect the concrete, and mac prevent die concrete from achieving the specified compressive strength, or other performance requirements stated in die Contract Documents. - \Wditiotnally, this Limited Warranty will not cover any other products added to LXIC supplied ready -nnix concrete after the concrete has arrived on site that may adversely affect die concrete, or may prevent the concrete from achieving the specified compressive strength, or other performance requirements stated in the Contract Documents. In the event there are any deficiencies in the mixture design of the supplied ready -nix concrete within the one (1) year Warranty Period, the original Purchaser shall promptly give LNIC written notice of the deficiencies, and L \IC shall have the opportunity to inspect, remedy, replace, or repair the non - conforming concrete whose performance properties as indicated in the original Contract Documents are adversely affected by the identified and verified concrete mixture design deficiencies. Failure by the original Purchaser to give L \IC written notice of non - conforming concrete, and /or the failure by die original Ptuchaser to give 1261C the opportunity to inspect, replace, repair, or remedy die said defective material, shall constitute a waiver by the original Purchaser of any claim by die original Purchaser for die non - conforming concrete. Any repair or replacement shall not extend the warranty term. In the event non - conforming ready -mix concrete is to be remedied, repaired, or replaced pursuant to this Limited Warranty, such work will be performed by L \IC or at its direction. Under no circumstances will L \IC make reimbursement for remedy, repair, or replacement cost incurred by the Purchaser or any other person unless costs were approved by LAIC in writing prior to incurrence. The original Purchaser must provide LMC or its designee access to the Property during normal weekday business hours to perform its obligation tinder this Limited Warranty. Failure to provide such access will relieve L \IC of its obligations. LMC Page 2 of 4 Lattimore Materials Company, L.P. Limited Warranty for Ready Mix Concrete Acceptance of the concrete upon arrival at the point of delivery constitutes acceptance of this Limited Warranty. If the original Purchaser has a compliant, the original Purchaser must send a clear and specific written complaint to LNIC prior to the time the Warranty Period expires, to the following address: ATIN: Richard Szecsv, Ph.D, PE Nice-President Lattimore Materials Company, L.P. 15900 Dooley Road Addison, Texas 75001 LMC Page 3 of 4 Lattimore Materials Company. L.P. Limited Warranty for Ready Mix Concrete �! 'I• • This Limited Warranty is not effective until I,AIC receives die entire sales price of the concrete supplied to to original Purchaser. However, failure by the original Purchaser to pay, or other delay in LMC receiving, the entire sales price shall not extend the commencement date of die Warranty Period. In die event that for any reason one or more of die provisions of this Limited Warranty are held to be invalid, illegal or unenforceable, such invalidity, illegality or uuenforceability shall not affect any other provision of this Limited Warranty. This Limited Warrants shall be interpreted as if tie invalid, illegal or unenforceable provision had never been contained in this Limited Warranty. It is understood that LNIC is engaged to perform services under die Contract Documents as an independent contractor and not as an agent of the original Purchaser. The laws of the State of Texas shall govern this Limited Warranty and a court located in Collin County, Texas must resolve any claim or dispute arising there &om. This Limited Warranty agreement cannot be clanged or altered in any way. B Richard Szecsy, Ph.D, PE 1 ice President, Lattimore Materials Company, L.P. 15900 Dooley Road Addison, Texas 75001 Date: 1by, 11. 1010 LMC Page 4 of 4 Lattimore Materials Company, L.P. L MC LATTINIORE MATERIALS COMPA: \'Y, L.P. P.O. Box 556 McKinney. Texas 75070 -0556 972 - 221 -4646 main 972 -569 -6998 fax www.hnnctx.connn Statistical Compressive Strength History Mix Design #1 1701 1 Design compressive strength, f = 4000 psi Number of test results = 1 30 28 day compressive strength standard deviation (s) = 706 psi ACI 318 Table 318 5.3.1.2 modifier = 1 Modified Standard deviation (s) = 706 psi ACI 318 Table 5.3.2.1 fc < 5000 psi (5 -1) f,, f, +1.34s = 4946 (5 -2) f�, = f� + 2.33s - 500 = 5145 psi psi 28 day cylinder average = 1 5475 Ipsi Required ACI 318 strength = 1 5145 psi Test Date Slump Conc. 0 �� Air 7 day strength 28 day strength F # 643U 6U5U Temp 2 C 1.1 7Avg. C 1.1 C 1.2 SetAv I uIIUz)IIU s.ou 4u 4.5U 413U 4 /3U 643U 6U5U 624U 2 01/05/10 5.00 51 5.10 3640 3480 3560 4680 4600 4640 3 01/12/10 3.75 60 4.70 4900 4900 6220 6330 6280 4 01/13/10 4.00 60 4.00 3520 3470 3500 4340 4650 4500 5 01/13110 5.50 55 3.80 5380 5380 7000 6890 6950 6 01/13/10 4.75 50 5.50 4470 4470 4450 6190 5320 7 01114110 3.50 53 4.20 4560 4480 4520 5640 5940 5790 8 01/15/10 3.00 57 3.80 5090 5090 5950 6220 6090 9 01/19110 3.00 71 4.40 4270 4270 5670 5850 5760 10 01/19/10 5.00 55 5.30 3280 3280 4360 4310 4340 11 01/19/10 4.25 67 3.30 3970 3970 5650 5540 5600 12 01/19/10 4.50 68 4.00 4670 4670 5270 5220 5250 13 01/19/10 4.25 67 5.20 3940 3940 5260 5300 5280 14 01120/10 4.50 73 4.40 3900 4040 3970 5290 5230 5260 15 01/20/10 5.25 68 4.90 3770 3770 4790 4630 4710 16 01/20/10 3.25 74 3.80 4770 4770 5980 6090 6040 17 01/21/10 5.00 64 5.70 5150 5150 5910 5620 5770 18 01/21/10 4.25 62 5.30 4400 4400 5450 5740 5600 19 01/25/10 5.00 50 4.90 4600 4600 5800 5830 5820 20 02/15/10 3.25 50 5.80 5410 5410 6180 6120 6150 21 02/16/10 5.00 66 5.40 3720 3720 4170 4460 4320 22 02/16/10 4.00 46 5.00 4720 4720 5810 6020 5920 23 02/16/10 4.50 48 4.80 4880 4880 5670 5600 5640 24 02/17/10 3.75 47 5.10 4250 4250 5660 5940 5800 25 02/17/10 5.25 47 4.90 4190 4190 5030 4890 4960 26 02/17/10 5.25 54 6.40 4070 4070 5060 5140 5100 27 02/18/10 5.00 56 5.00 3770 3770 4530 4620 4580 28 02/18/10 5.00 56 5.00 3770 3770 4530 4620 4580 29 02/22/10 3.00 65 3.50 5360 5360 6400 7350 6880 30 02/25/10 5.00 4.9 57.00 3970 3970 5050 5120 5090 Lattimore Materials Company LMC 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972 - 221 -4646 (main) 972- 221 -9647 (fax) www.laftimorematerials.com Gradation Analysis for #57 Coarse Aggregate ASTM C29, C33, C117, C127 & D75 Date Sampled: 18- Dec -2009 Sample: 1" x #4 Date ran: 22- Dec -2009 Source: Hanson - Bridgeport Total dry wt: 63.66 lbs. Location: Bunker Sieve Size (in) Wt. Ret. % Ret. % Pass ASTM C33 #57 Limits 1 -1/2" 1.500 0 0.0% 100.0% 100% 1" 1.000 1.48 2.3% 97.7% 95% to 100% 3/4" 0.750 14.50 22.8% 77.2% 1/2" 0.500 38.96 61.2% 38.8% 25% to 60% 3/8" 0.375 47.36 74.4% 25.6% - #4 0.188 60.30 94.7% 5.3% 0% to 10% #8 0.094 62.12 97.6% 2.4% 0% to 5% PAN I I - 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% 0.010 0.100 1.000 Sieve Size (in.) Absorbtion: 0.82% ASTM C117: .42% Specific Gravity: 2.68 Dry Loose Unit Wt: 93.13 lb/ft' Dry Rodded Unit Wt: L.A. Abrasion: 105.23 lb/ft' 25 10.000 MC Date Sampled: Date ran: Total dry wt: Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972 -221 -4646 (main) 972 - 221 -9647 (fax) www.lattimorematerials.com Gradation Analysis for Fine Aggregates I ASTM C29, C33, C117, C128 & D75 15- Dec -2009 Sample: Spec 17- Dec -2009 Source: Denton 682.2 grams Location: current @ radial Sieve Size (in) Wt. Ret. % Ret. % Pass % Passing ASTM C33 Limits % Retained TxDOT 421 3/8" 0.375 0.0 0.0% 100.0% 100% 0% 1/4" 0.250 4.9 0.7% 99.3% - - #4 0.188 30.5 4.5% 95.5% 95% to 100% 0% to 5% #8 0.094 122.5 18.0% 82.0% 80% to 100% 0% to 20% #10 0.079 145.8 21.4% 78.6% - - #16 0.047 215.3 31.6% 68.4% 50% to 85% 15% to 50% #20 0.033 253.4 1 37.1% 62.9% - - #30 0.023 318.3 46.7% 53.3% 25% to 60% 35% to 75% #40 0.017 451.8 66.2% 33.8% - - #50 0.012 557.7 81.8% 18.2% 5% to 30% 65% to 90% #80 0.007 636.8 93.3% 6.7% - - #100 0.006 657.3 96.4% 3.6% 0% to 10% 90% to 100% #200 0.003 676.0 99.1% 0.9% 0% to 3% 97% to 100% PAN - - Fineness Mod.: Specific Gravity: Dry Loose Unit Wt: Dry Rodded Unit Wt: Absorbtion: 2.79 2.64 103.10 114.96 Ib/ft 72% lb /ft f Product Data Sheet Edition 10.2005 Identification no. 161 Plastocrete 161 Plastocrete ®161 Water Reducing Admixture Description Plastocrete 161 is a lignin polymer -type water - reducing admixture. Plastocrete 161 meets the requirements of ASTM C -494 Types A, B and D. Applications Plastocrete 161 is recommended for use in all applications where high quality concrete with superior workability is required. . ........... ....___.. ....... .___._.._-..__._ ..._..__.....------- ..- .-- - - - - -. Advantages Plastocrete 161 water reducing admixture provides an economical and highly effective means of reducing the amount of mixing water required to produce concrete of a certain slump by acting as a dispersant for the cement particles in the mix. Through this dispersing action more of the surface area of the cement particles is available for early hydration. The more cement particles hydrated by contact with the mixing water, the greater the compressive strength of the concrete. Plastocrete 161 is formulated as a Type A water reducer to allow up to 10% water reduction and maximize the benefits of increased hydration in both the hardened and plastic states. ■ Reduced water content required to achieve desired slump, increases compressive and flexural strengths and allows the use of more economi- cal mixes. • Improved paste quality makes concrete easier to pump and finish. • Consistent normal setting times throughout the recommended dosage. • Lower water cement ratios provide decreased permeability and increased durability. • Plastocrete 161 does not contain intentionally added chlorides and will not initiate nor promote the corrosion of steel in the concrete. How to Use Dosage Dosage rates will vary depending on the material used, ambient conditions and the requirements of a specific project. For general concreting applications, Sika recommends a dosage rate between 2 -4 fl.oz. /100 lbs. (130 -260 ml /100 kg) of cementitious materials for normal setting characteristics. Dosage rates of 4 -6 fl.oz. /100 lbs. (260 -390 ml /100 kg) of cementitious materials are recommended for applications where higher water reduction is needed as well as extended workability and prolonged setting times. Dosage rates outside the recommended range may be used where specialized materials such as microsilica are specified, extreme ambient conditions are encountered or unusual project conditions require special con- sideration. In this case please contact your local regional Sika office or Sika technical service department at 1- 800 - 933 -7452 for further information. Mixing Plastocrete 161 is added at the concrete plant. Measure required quantity 201 Polito Avenue 601, Delmar Avenue manually or by automated dispenser. Add into the water line at the batch plant Lyndhurst, NJ 07071 Pointe - Claire, QC H9R 4A9 or to the mixer at the end of the batching cycle. Phone: (201) 933 -8600 Phone: (514) 697 -2610 Combination with other Admixtures: Plastocrete 161 works effectively as a Fax, (201) 933 -6225 Fax: (514)697 -3087 single admixture or in combination with other admixtures in the Sika System. www.sikaconstruction.com www.sika.ca When air entrained concrete is specified, Sika recommends the use of Sika air Regional Information and Sales Centers. For the location of your nearest entraining admixtures. U.S.: North East Region: Fairless Hilk-. PA. Phone: (215) 295 #6600 When used in combination with other admixtures, care must be taken to South East Region: Conyers . GA. Phone: (170) 760 -1300 dispense each admixture separately into the concrete. Do not mix with Western Region: Santa Fe Springs. dry cement. Packaging Pl astoc r ete 1 61 is supplied in 55 ga ( 208 li d and bulk delivery. Storage and Sheff -life Plastocrete 161 should be stored at above 40*F (5 °C). If frozen, thaw and FM (9715, Kansas 0ty FM 21107, Santa Fa Springs till 60409 agitate thoroughly to return to normal state before use. Sika and Plastocrcto are registrrvd bademarls. Shelf life when stored in dry warehouse conditions between 50'F and 80'F Mark, in USA. P—lod n USA. (10*C - 27*C) is one year. Typical Data Appearance Dark Brown liquid Speck Gravity Approx. 1.2 Caution Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with ad eq u ate v Remove contamin c lothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles /gloves /clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. R e m ove contaminated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms persis Clean Up Use personal protective equipment (chemical resistant goggles /gloves/ clothing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in ac- cordance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Ska wananls this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the c Trent Technical Data Shea N usW as directed within shelf life, User determines suitability of product for intended use and asstrnes all risks. Buyer's sole remedy shall be limited to the purchase prim or replay vment of prockid exclusive of labor or cost of Leber. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALL APPLY INCLUDING ANY WARRANT Y OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENT W L DAMAGES, SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation Sika Canada Inc. 1 933 - SIKA QUALIT y 201 Polito Avenue 601, Delmar Avenue Lyndhurst, NJ 07071 Pointe - Claire, QC H9R 4A9 r r � Phone: (201) 933 -8600 Phone: (514) 697 -2610 - 1 6 Fax, (201) 933 -6225 Fax: (514)697 -3087 A CHIEVEMEN T www.sikaconstruction.com www.sika.ca Regional Information and Sales Centers. For the location of your nearest Sika representative. contact your regional center. U.S.: North East Region: Fairless Hilk-. PA. Phone: (215) 295 #6600 North Central Region: Marion. OH. Phone: (800) 851 -1545 South East Region: Conyers . GA. Phone: (170) 760 -1300 South Central Region: Mesyuile. TX, Phone: (972) 289 -6480 Western Region: Santa Fe Springs. CA. Phone. (562) 903 -3650 Canada: Ontario: Mississauga ON. Phone: (9W) 795 -3177. Alberta: Edmonton, AB. Phone: (180) 4B6-61 11 Oualay rertificabon Numbers: Lymhur : FM 09711 pSO 9000), FM 70421 (OS 91100). Mrbn'. FM (9715, Kansas 0ty FM 21107, Santa Fa Springs till 60409 Sika and Plastocrcto are registrrvd bademarls. Mark, in USA. P—lod n USA. Product Data Sheet Edition 10.2005 Identification no. 100 -54 Plastiment Plastiment® Water Reducing and Retarding Admixture Description Plastiment is a water - reducing and retarding admixture. Plastiment meets the requirements of ASTM C-494 Types B and D. Applications Plastiment is recommended for use whenever high quality concrete with pre- dictable and controlled set times is desired. Use in flatwork and horizontal or vertical slipform placements where a supe surface fin i s r equ ir ed. Advantages Plastiment is highly effective in hot weather concreting to offset the accelerat- ing effects of high ambient temperatures by slowing the hydration reaction and controlling the hydration heat. Concrete workability is enhanced and a supe- rior surface finish is obtained. In mass concrete pours Plastiment controls temperature rise and reduces the risk of thermal cracking. ■ Initial set times are delayed, allowing time for proper placement and fin- ishing without cold joints in hot weather conditions. ■ Plastiment increases concrete density and delivers increased early and ultimate, compressive and flexural strengths. ■ For flatwork applications Plastiment acts as a finishing aid, workability is improved, bleeding is controlled and a superior surface finish is obtained. ■ Lower water cement ratios provide decreased permeability and increased durability. ■ Plastiment can be used to retard concrete during the hot weather con- creting. Refer to ACI 305R Hot Weather Concreting for more information. Plastiment does not contain calcium chloride or any other intentionally added chlorides. How to Use Dosage Dosage rates will vary depending on the material used, ambient conditions and the requirements of a specific project. For general concreting applications, Sika recommends a dosage rate between 2-4 fl. oz. /100 lbs. (130 -260 ml /100 kg) of cementitious materials. Where extended retardation is required dosage may be increased. Dosage rates outside the recommended range may be used where specialized materi- als such as microsilica are specified, extreme ambient conditions are encoun- tered or unusual project conditions require special consideration. In this case please contact your local regional Sika office or Sika technical service department at 1- 800 - 933 -7452 for further information. Mixing Add Plastiment at the concrete plant. Measure required quantity manually or 1- 800 - 933 -SIKA IC,UALITy by automated dispenser. Add into the water line at the batch plant or directly 601. Delmar Avenue into the concrete at the end of the mixing cycle. Lyndhurst, NJ 07071 Combination with other Admixtures: Plastiment works effectively as a + + single admixture or in combination with other admixtures in the Sika System. Phone: (514) 697 -2610 When used in combination with other admixtures, care must be taken to dis- Fax (201) 933 -6225 pense each admixture se parately into the mix. Do not mix with dry ceme Packaging Plastiment is supplied in 55 gallon (208 liter) drums and bulk delivery. Storage and Shelf -life Plastiment should be stored at above 40OF (5 °C). If frozen, thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions between 50eF and 80 °F (10 °C- 27eC) is one year. Typical Data Appeara Flo Green Brown liquid. Specific Gravity Approx. 1.2 Caution Skin and eye irritant; avoid contact. The use of NICISH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. _._ -.-......._._....._..._.....__._........ Use with adequate ventilation. Remove contaminated clothing. ... �_.._.__._._._..._.____.____ Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles /gloves /clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. --------------- -- First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms persist. Clean Up Use personal protective equipment (chemical resistant goggles /gloves /cloth- ing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- dance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Sika warrants this product for one year from date of irnstailation to be free from manufacturing defects and to meet the technical properties on the current TecN;icM Data Sheet i used as directed within shelf life User determines suitability of product for intended use and a9SU eS all risks. 8over's sole remedy shall be limited to the purchase price or roplawment of product uxdusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALL APPLY INCLUDINGANY WARRANTY OFMERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Slka Corporation Sika Canada Inc. 1- 800 - 933 -SIKA IC,UALITy 201 Polite Avenue 601. Delmar Avenue Lyndhurst, NJ 07071 Pointe - Claire, OC HEIR 4A9 + + Phone: (201) 933 -8800 Phone: (514) 697 -2610 + r Fax (201) 933 -6225 Fax: (514) 697 -3087 �CHI www.sikaconstrucM*n.com www.sbka.ca EVE MEV Regional Information and Sales Centers. For the locabon of your nearest Sika representative, contact your regional center. U.S.: North East Region: Faidess Hills PA. Phone: (215) 295 -6600 North Central Region: Marion, OH, Phone. (800) 851.1545 South East Region: Cunyens, GA, Phone: (770) 760 -1300 South Central Region: Mesquite. TX, Phone: (972) 289 -6480 Western Region: Santa Fe Springs. CA. Phone. (562) 903 -3650 Canada: Ontario: Mississauga. CNJ. Phone: (905) 795 -3177. Alberta: Edmonton, AU. Phone: (180) 486 -6111 O—lity Ce UR-6on Numters: Lymhurst, FM 097il (150 9000). FM 70421 (OS 9000), Mmion FM 00715, Kaneec Oty: AI 00107, Smfa Fa SprrrW : M 09400 Sites and Plaslimonl are rogntonxl tradenxuks Made in USA. PrintW in USA. Product Data Sheet Edition 10.2005 Identification no. 104 Sika AER Sika® AER Air Entraining Admixture Description Sika AER admixture is a concentrated liquid solution of neutralized vinsol resin. Sika AER meets the requirements of ASTM C -260 for Air Entraining Admixtures. Applications Sika AER can be used whenever air entrained concrete is desired. Ready - mix, precast and block producers can achieve optimum entrained air contents, even where harsh mixes are used or fly -ash is added to the mix. Sika AER is an effective and economical means to improve the paste quality of lean concrete mixes. Advantages Durability: Air entrainment is recognized as the most effective prevention against concrete scaling in exposed environments. Air entrained concrete delivers particular benefits in the form of increased concrete durability. This is important in colder climates where frost and freeze -thaw cycles can cause scaling and damage to the concrete surface. Air entraining agents help to prevent scaling by creating millions of microscopic air voids that water trapped in the concrete can expand into when the concrete freezes, thus preventing cracks caused by the natural expansion. Entrained air voids in the concrete will also increase durability in harsh environments where concrete is exposed to deicing salts, marine salts and sulfates. Workability and Placeability: Workability and placeability are also improved by the lubricating action of the microscopic bubbles in the concrete. The concrete flows better, bleeding and shrinkage is reduced because lower water content is needed for desired workability. It has been formulated and manufactured specifically to provide stable and predictable air contents in concrete, with uniform air bubble spacing through- out the concrete matrix. - How to Use -- -_..—_ ..... -.----_._ .... ............ .......................... .......-...........---.....---.............-................_._._.....__._.........__...._......................_..__...__._................------ Dosage Dosage rates for Sika AER will typically fall between 0.5 and 1.5 fl. oz. /100 lbs. (32 - 97 ml /100 kg) of cementitious to entrain between 4 and 6 percent air. Higher air contents may be obtained by increasing the dosage rate. Dosage rates will vary depending on the air content required for a particular project. Typically air contents will be specified in the range of 4 to 8 percent by volume. Other factors that may affect the amount of air entrained into the concrete include, but are not limited to total cementitious content, type of pozzolanic materials, sand gradation, temperature and water content. Sika recommends that trial mixes be tested whenever material or any other changes are made that may affect the amount of entrained air. Mixing Measure the required quantity per batch manually or with automatic dispenser equipment. Add Sika AER to mixing water or sand. Do not mix with dry ce- ment. When used in combination with other admixtures, care must be taken to dispense each admixture separately into the mix. Combination with Other Admixtures: Combination with other admixtures, particularly water reducers and retarders, will tend to increase the amount of entrained air in the mix. Air contents should be checked with an air -meter after batching and dosage adjustments made at the concrete plant. Packaging Sika AER is supplied in 55 gallon (208 liter) drums and bulk delivery. Storage and Shelf Life Sika AER should be stored at above 40 °F (5 °C). If frozen, thaw and agitate thoroughly to return to its normal state before use. Shelf life when stored in dry warehouse conditions between 50eF and 80 °F (10 °C - 27 °C) is one year. Typical Data Appearance Dark Brown Yellow liquid. Specific Gravity Appr 1.0 Caution Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use wi a dequate ventilation. R contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles /gloves /clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before r First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if sy mpto m s pers Clean Up Use personal protective equipment (chemical resistant goggles /gloves /cloth- ing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- dance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Ska warrants the product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet d used as directed within shelf IAe. User determines suitabilily of product for nlended use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation Sika Canada Inc. 1- 800 - 933 -SIKA QUALITY 201 Polito Avenue 601, Delmar Avenue Lyndhurst. NJ 07071 Pointe - Claire, QC H9R 4A9 a —— Phone: (201) 93300 88 Phone: (514) 697 -2610 Fax: (201) 9336225 Fax: (514) 697 -3087 www.sikaconsiniction.com www.sika.ca � Regional Information and Sales Centers For the location of your nearest Sika representative, contact your regional center. U.S.: North East Region: F .tirlc s "16. PA. Phone: (215) 295 6600 North Central Region: Marion. OH, Phone: (800) 851 -1545 South East Region: Conyers, f A, Plnna: (770) 760-1300 South Central Region: Mesquite, TX, Phone: (972) 289 -6480 Western Region: Santa Fe Springs, CA. Phone: (562) 903 -3650 Canada: Ontario: Mississauga. ON. Phone: (905) 795 -3177, Alberta: Edmonton. AB. Phone: (780) 486 -6111 0—lity Cartffi. ton Number: Lyndrurst: FM 419711 (190 90410), FM 70 (06 100111)). M.rion FM 09714, Ken... City: Fir 0107, same Fa spring.: IN OWN S(ka is a registered trademark. Made in USA. Printed in USA MATERIAL SAFETY DATA SHEET SECTION 1 - CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: Ready Mix Concrete, Pre -Mixed Concrete, Transit Mixed Concrete. Grout Total Dust MSDS covers all Concrete Mix Designs prepared by Inland. CAS No: NIA Product Use: Ready Mix Concrete is a structural component used in structural and civil Crushed stone or gravel engineering. MSDS Information: This product is classified as hazardous. according to criteria of WHMIS Sand regulations. Product Code: 5 m�l Chemical Family: N/A Chemical Name And Synonyms: N/A Formula: This product consists of portland cement, flyash, sand. aggregate, and ad mixtures, individual compositions of constituents will vary within the mix design 1 Fy Ash ranges. Supplier /Manufacturer: 5 rin , I Emergency Contact Information: 14808 - 60 - 7 0 ll to 5 2 mg /m SECTION 2 - COMPOSITION /INFORMATION ON INGREDIENTS - -� Ready Mix Concrete Ingredients & Their Exposure Limits: Current ACIH TLV for 8 hour Exposure Note: Cements and sand and gravel may contain 0 1% - 60% crystalline silica (CAS No. 14808 -60 -7) depending on the proportion and crystalline silica content of the ingredients All ingredients may contain crystalline silica. Wet stage poses no risk or hazard October 2004 Ready Mix Concrete Page 1 of 1 Percentage of ; Total Dust Respirable Dust Chemical Entity /Ingredient CAS No: Mix (Mass ) (Mass Crushed stone or gravel 0 to 60 mg /m . -. 10 mg / m3 :._ m9lR! -___ _ _. 5 mg1m Sand 1 to 50 ; _. — - — - 10 mgim 5 m�l Portland Cement 65997 -15 -1 1 to 25 i 10 mg /m mr�/m ' Water 1 Fy Ash 1 to 25 10 mg /m 5 rin , I Crystalline Silica 14808 - 60 - 7 0 ll to 5 2 mg /m 0105 mg /m ..._� Note: Cements and sand and gravel may contain 0 1% - 60% crystalline silica (CAS No. 14808 -60 -7) depending on the proportion and crystalline silica content of the ingredients All ingredients may contain crystalline silica. Wet stage poses no risk or hazard October 2004 Ready Mix Concrete Page 1 of 1 MATERIAL SAFETY DATA SHEET SECTION 6 — STABILITY AND REACTIVITY Stability: Stable Incompatibility: Portland cement reacts with water to produce a caustic solution, pH 12 to pH 13. Wet concrete is alkaline As such it is incompatible with acids, ammonium salts . and aluminum metal Aluminum powder and other alkali and alkaline earth elements will react in wet mortar or concrete, liberating hydrogen gas Concrete dissolves in hydrofluoric acid producing corrosive silicon tetrafluoride gas. Silicates react with powerful oxidizers such as fluorine, chlorine. trifluorides, and oxygen difluoride Hazardous Decomposition: Will not occur Hazardous Polymerization: Will not occur. I _ SECTION 7 - HANDLING AND STORAG I Normal temperatures and pressures do not affect the material Promptly remove dusty clothing or clothing which is wet with concrete fluids and launder before reuse. Wash thoroughly after exposure to dust or wet cement mixtures or fluids Ready Mix Concrete is premixed at a plant or in a truck mixer drum and delivered to the end user in semi -fluid state ready to be placed to set in final form. SECTION 8 - EXPOSURE CONTROLS /PERSONAL PROTECTION Eve Protection: Safety glasses with side shields or goggles, should be worn when engaged in activities where Cement dust wet cement, or concrete could contact the eye. In extremely dusty environments and unpredictable environments, wear unvented or indirectly vented goggles to avoid eye irritation or injury. Contact lenses should not be worn when working with ready mix concrete or fresh concrete products. Skin Protection: Prevention is essential to avoid potentially severe skin injury Avoid contact with unhardened (wet) concrete products. If contact occurs, promptly wash affected area with soap and water. Wear impervious clothing and gloves to eliminate skin contact where prolonged exposure to unhardened ready mix concrete products might occur Wear boots that are impervious to water to eliminate foot and ankle exposure If standing in wet concrete rubber boots must be worn to prevent injury Wet concrete may splash into open boot tops and saturate socks and remain in contact for a lengthy period of time. Prevention is to ensure that boots are fully laced up. Do not rely on barrier creams, barrier creams should riot be used in place of gloves. Periodically wash areas in contact with dry portland cement, wet cement, or concrete fluids with a pH- neutral soap. Wash again at the end of workday. If irritation occurs, immediately wash the affected area and seek treatment. Clothing saturated with wet concrete should be removed immediately and replaced with clean. dry clothing. Do no: allow clothing saturated with wet concrete to remain in contact with skin for any penod of time. October 2004 Ready Mix Concrete Page 4 of 4 MATERIAL SAFETY DATA SHEET Respiratory Protection: Avoid actions that cause dust to become airborne. Use local or generai ventilation to control exposures to below applicable exposure limits. Use NIOSH /MSHA- approved (under 30 CFR 11) or NIOSH- approved (under 42 CFR 84 after July 10, 1998) respirators in poorly ventilated areas.. if an applicable exposure limit is exceeded, or when dust causes discomfort or irritation. Wntilationr Use local exhaust or general dilution ventilation to control exposure within applicable limits. SECTION 9 — PHYSICAL AND CHEMICAL PROPERTIES Appearance: Odor Threshold: pH (as a solid): Solubility In Water: Vapor Density: Freezing Point: Specific Gravity (H = 1.0): Coeff. Water /Oil Dist.: gray Fluid 1 hydraulic mixture Not applicable Not applicable Not applicable Not applicable. Not applicable. 3.15 Not applicable. Odor: Physical State: pH: Vapor Pressure: Boiling Point: Melting Point: Evaporation Rate: No distinct odor. Solid (powder). 12 to 13 Not applicable. Not applicable (i.e., >1000 ° C) Not applicable. Not applicable SECTION 10 - TOXICOLOGICAL INFORMATION Effects Of Acute Exposure: Wet concrete mixtures can dry the skin, cause alkali bums, and irritate the eyes and upper respiratory tract Ingestion can cause irritation of the throat. Effects Of Chronic Exposure: Dust from concrete can cause inflammation /irritation of the tissue lining the interior of the nose and the cornea (white) of the eye SECTION 11 - ECOLOGICAL INFORMATION Ecotoxicity: No recognized unusual toxicity to plants or animals SECTION 12 - DISPOSAL CONSIDER Dispose of waste material according to local provincial, state, and federal regulations. (Since set concrete is stable allow material to harden). Dispose in an approved landfill. October 2004 Ready Mix Concrete Page 6 of 5 MATERIAL SAFETY DATA SHEET SECTION 13 - TRANSPORT INFORMATION Hazardous materials description/ Ready Mix Concrete is not hazardous under the TDG Act proper shipping name: (Canada) or DOT regulations (USA) Hazard Class: Not applicable Identification Number: Not applicable. Required Label Text: Not applicable. Hazardous substances /reportable quantities (RO): Not applicable. SECTION 14 - REGULATORY INFORMATION Status under USDOL -OSHA Hazard Communication Rule, 29 CFR 1910.1200: Ready Mix Concrete is considered a "hazardous chemical' under this regulation and should be part of any hazard Communication program Status under CERCLA/Superfund, 40 CFR 117 and 302• Not listed Hazard Category under SARA (Title III), Sections 311 and 312: Ready Mix Concrete qualifies as a "hazardous substance' with delayed health effects. Status under SARA (Title III) Section 313• Not subject to reporting requirements under Section 313. SEC TION 15 - REGULATORY INFORMATION CONTINUEDZ Status under TSCA (as of May 1997): Some substances in Ready Mix Concrete are on the TCSA inventory list. Status under the Federal Hazardous Substances Act: Ready Mix Concrete is a hazardous substance subject to statutes promulgated under the subject act. Status under California Proposition 65: This product contains chemicals (trace metals) known to the State of California to cause cancer, birth defects, or other reproductive harm. California law requires the manufacturer to give the above warning in the absence of definitive testing to prove the defined risks do not exist. Status under Canadian Environmental Protection Act: Not listed. October 2004 Ready Mix Concrete Page 6 of 6 MATERIAL SAFETY DATA SHEET Status under WHMIS: Portland cement is considered to be a hazardous material under the Hazardous Products Act as defined by the Controlled Products Regulations and is therefore subject to the labeling and MSDS requirements of the Workplace Hazardous Materials Information System (WHMIS). This product has been classified in accordance with the hazard criteria of the CPR and the MSDS contains all the information required by the CPR. SECTI 16 - OTHER INFORMATION Other Important Information: Concrete should only be used by knowledgeable persons Vital to using the product safety requires the user to recognize that Portland cement chemically reacts with water and that some of the intermediate products of this reaction, during the setting stage, are the cause of the hazards when handling this product. While the information provided in this material safety data sheet is believed to provide a useful summary of the hazards of concrete. as it is commonly used, one cannot anticipate and provide all of the information that might be needed in every situation Inexperienced product users should obtain proper training before using this product. The data furnished in this sheet does not address hazards that may be posed by other materials mixed with concrete. Users should review other relevant material safety data sheets before working with concrete or working with products containing portland cement. No representations or warranties with respect to the accuracy or correctness of this information. or of any kind or nature whatsoever are given, made, or intended by Inland Concrete Limited. No legal responsibility whatsoever is assumed for this information or for any injuries or damages, however caused. which may result from the use of this information. This information is offered solely for informational purposes and is subject to your own independent investigation and verification. October 2004 Ready Mix Concrete Page 7 of 7